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2023.04.10 - Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Crystal Planning Commission Agenda Summary Monday, April 10, 2023 7 p.m. Crystal City Hall and Zoom Video Conference Zoom call information: https://go.crystalmn.gov/April10 (meeting ID is 875 9479 2776 and password is 414141) or call-in toll free at 888-475-4499 1. Call to Order 2. Approval of Minutes* a. Monday, March 13, 2023 meeting minutes 3. Public Hearings* a. Subdivision (preliminary plat) and Rezoning to Planned Development request from Hampton Companies for proposed townhomes at 3401-3415 Douglas Drive North (Application Number 2023-03). b. UDC text amendment request from Amarok LLC to amend requirements for electric fences (Application Number 2023-04) 4. Old Business - None 5. New Business* a. Conformance to Comprehensive Plan – sale of 3401-3415 Douglas Dr N 6. General Information a. City Council actions on previous Planning Commission items: – Site plan request from Jeff Quinn for a proposed office warehouse at 5208-5216 Hanson Ct N. b. Update from Council liaison c. Staff preview of likely agenda items for Monday, May 8, 2023 meeting 7. Open Forum 8. Adjournment * Items for which supporting materials are included in the meeting packet Page 1 of 3 CRYSTAL PLANNING COMMISSION DETAILED AGENDA Monday, April 10, 2023 at 7:00 p.m. Council Chambers, Crystal City Hall Commissioners, please call 763.531.1142 or email dan.olson@crystalmn.gov if unable to attend * Items for which supporting materials are included in the meeting packet 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the following members present:  Commissioner (Ward 1) Sears [Vice Chair]  Commissioner (Ward 2) Selton [Chair]  Commissioner (Ward 4) Einfeldt-Brown [Sec. Vice Chair]  Commissioner (Ward 1) Heigel  Commissioner (Ward 3) Maristany  Commissioner (Ward 4) Johnson  Commissioner (Ward 2) Strand  Commissioner (Ward 3) Buck  Commissioner (At- Large) Scholz 2. APPROVAL OF MINUTES * Moved by _______________ and seconded by _______________ to approve the minutes of the March 13, 2023 regular meeting with the following exceptions: Motion carried. 3. PUBLIC HEARINGS* a. Subdivision (preliminary plat) and Rezoning to Planned Development request from Hampton Companies for proposed townhomes at 3401-3415 Douglas Drive North (Application Number 2023-03) Staff presented the following: The following were heard: Page 2 of 3 Planning Commission discussion: Moved by _______________ and seconded by _____________ to recommend ______ to the City Council of the subdivision and rezoning application from Hampton Companies. Motion carried. b. UDC text amendment request from Amarok LLC to amend requirements for electric fences (Application Number 2023-04) Staff presented the following: The following were heard: Planning Commission discussion: 4. OLD BUSINESS - None 5. NEW BUSINESS* a. Conformance to Comprehensive Plan – sale of 3401-3415 Douglas Dr. N. 6. GENERAL INFORMATION a. City Council actions on previous Planning Commission items: - Site plan request from Jeff Quinn for a proposed office warehouse at 5208- 5216 Hanson Ct. N. b. Update from Council Liaison c. Staff preview of likely agenda items for Monday, May 8, 2023 meeting: Page 3 of 3 7. OPEN FORUM 8. ADJOURNMENT Moved by _____ and seconded by ______ to adjourn. Motion carried. The meeting adjourned at ______ p.m. Unapproved Planning Commission Minutes – March 13, 2023 CRYSTAL PLANNING COMMISSION MINUTES Monday, March 13, 2023 at 7:00 p.m. Council Chambers, Crystal City Hall 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the following members present:  Commissioner (Ward 1) Sears [Vice Chair] X Commissioner (Ward 2) Selton [Chair] X Commissioner (Ward 4) Einfeldt-Brown [Sec. Vice Chair] X Commissioner (Ward 1) Heigel X Commissioner (Ward 3) Maristany X Commissioner (Ward 4) Johnson  Commissioner (Ward 2) Strand X Commissioner (Ward 3) Buck X Commissioner (At- Large) Scholz Other attendees: City planner Dan Olson, City Council liaison Therese Kiser, Community Development Director John Sutter, Jeff Quinn, Bill Becklin, and Frank Brodeen, all three representing the applicant for 5208-5216 Hanson Ct. N., and other interested persons. 2. APPROVAL OF MINUTES Moved by Heigel and seconded by Johnson to approve the minutes of the January 9, 2023 regular meeting. Ayes: Johnson, Heigel, Selton, Einfeldt-Brown, Buck, and Scholz. Abstain: Maristany Nays: None Motion carried. 3. PUBLIC HEARING a. Site plan request from Jeff Quinn for a new office warehouse at 5208-5216 Hanson Court North (Application 2023-02). Chair Selton opened the public hearing. Planner Olson presented a summary of the staff report and stated he is recommending approval of the site plan request. Commission member Maristany asked questions about the location of public and private utilities. Mr. Brodeen said each unit will have separate water and sewer service connections. Mr. Becklin said that private utility locations have not yet been determined. Commission member Maristany asked how snow storage will take place. Mr. Brodeen said that snow will be stored in the northeast corner of the site, and any excess snow will be plowed over the surmountable curb into the stormwater infiltration basin. Maristany also asked if the number of parking spaces is sufficient for all potential Unapproved Planning Commission Minutes – March 13, 2023 businesses. Mr. Quinn said that the types of businesses that will be in the building do not typically generate a lot of parking. Parking is available in the street during the day and in the parking lot at night, and most of his employees take their work vehicle home. Commission member Maristany asked what difficulties might occur during construction. Mr. Brodeen did not anticipate any difficulties and said they will follow all road restriction weight limits, erosion control requirements, and limits on hours of construction. Commission member Buck asked if there is any potential soil contamination from the previous property use. Planner Olson said that a phase II environmental investigation was done several years ago and determined there was no soil contamination. Mr. Becklin said a soils expert will be on site during construction to confirm there are no soil contamination issues. Commission member Heigel asked how high the retaining wall will be. Mr. Brodeen said it will be 4’ at its tallest on the south end of the property and then taper down to 0’ as it nears the building. An interested person from the public expressed concerns about the proposed building, such as vehicle parking and snow storage, but did not express opposition to the development. Hearing no one else from the public who wished to speak, Selton closed the public hearing. Moved by Buck and seconded by Scholz to recommend approval to the City Council of the site plan application for Jeff Quinn. Ayes: All Nays: None. Motion carried. 4. OLD BUSINESS - None 5. NEW BUSINESS a. Blue Line LRT project update. Community Development Director Sutter gave a presentation on the latest plans for the Blue Line LRT project from Metro Transit. b. Discuss CCX Media offer to cablecast meeting. Planner Olson gave a presentation on the difficulties in storing large video files by the city for the Planning Commission meeting. The city has received a proposal from CCX Media to attend the Commission meetings, and then store the video on their streaming service which can then be accessed from the city’s website. Planning Commission members were all in agreement to have CCX attend and video their meetings. 6. GENERAL INFORMATION • City Council actions on previous Planning Commission items: Olson stated that the Council approved the variance at 5020 Welcome Ave N. Unapproved Planning Commission Minutes – March 13, 2023 • Update from Council Liaison: Council liaison Kiser said the City Council has had some meetings to review plans for the Blue Line LRT. • Staff preview of likely agenda items for Monday, April 10, 2023 meeting. Planner Olson said he has received one application for the April meeting, and is expecting one more application for tomorrow’s deadline. 7. OPEN FORUM - None 8. ADJOURNMENT Moved by Scholz and seconded by Johnson to adjourn. Ayes: All. Nays: None Motion carried. The meeting adjourned at 8:25 p.m. 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 1 OF 9 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Planning Commission (for April 10 Meeting) DATE: April 4, 2023 RE: PUBLIC HEARING – Subdivision (preliminary plat) and Rezoning to Planned Development for proposed townhomes at 3401-3415 Douglas Drive North (Application Number 2023-03) A. INTRODUCTION Hampton Companies is proposing to purchase the vacant property at 3401-3415 Douglas Dr N., which is owned by the city’s Economic Development Authority (EDA), and construct eight new townhome units. The property is zoned Medium Density Residential (R-2). The applicant is proposing to subdivide the property into nine lots, comprised of eight townhome lots and one common lot, and rezone it to Planned Development (R2 - PD). Notice of the April 10 public hearing was published in the Sun Post on March 30, mailed to the same property owners, renters and commercial tenants who received the neighborhood notice (see attachment A), and posted to all Crystal neighborhoods on Nextdoor. Staff Report Attachments: A. Site location and neighborhood notice mailing map B. Existing zoning map C. 2040 Comprehensive Plan planned land use map D. Applicant’s project narrative E. Site plan (19 sheets) PLANNING COMMISSION STAFF REPORT Proposed Townhomes 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 2 OF 9 Staff Report Organization Section Page Number(s) Information Provided B (Background) Pages 2 - 3 • Neighborhood open house • Existing use • Surrounding land uses • Proposed use • Conformance to Comprehensive Plan C (Site Plan and Subdivision Elements) Pages 3 - 6 • Parcel area details • Lot dimensions and building setbacks • Site plan elements D (Subdivision criteria) Page 6 E (Rezoning to R2-PD) Pages 6 - 9 • PD district development standards • Requested flexibility in site design F (Requested Action) Pages 8 - 9 • Requested Planning Commission action • Approval conditions B. BACKGROUND Neighborhood Open House The applicant held a neighborhood open house on March 28, 2023, which was attended by ten area residents, one Planning Commission member, and the city planner. The purpose of the open house was to provide information on the proposed project to nearby property owners. Attendees asked questions about the site plan layout and townhome features, landscaping, and timing of construction. Existing Use The site is vacant, but previously contained two commercial buildings: a gas service station at 3401 Douglas and a commercial building last occupied by a water conditioning contractor at 3415 Douglas. Both buildings were demolished in 2010. Surrounding Land Uses The following are the existing zoning districts and land uses surrounding Hampton’s proposed site: • North. Eight-unit townhome building zoned Medium Density Residential (R-2). • East. Across Douglas Drive are single-family homes zoned R-1. • West. Single-family home and two vacant lots zoned R-1 and an insurance office zoned R-2. • South. Across 34th Avenue are single-family homes zoned R-1 and a real estate office zoned R-2. 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 9 Proposed Use The applicant is proposing to construct two four-unit townhome buildings for a total of eight units. The EDA has received a Hennepin County grant to remove contaminated soils for the former gas station prior to the construction of the townhomes. The table below provides a description of notable townhome elements. Project Element Townhome description Owned or rented Once construction is complete, Hampton will determine if the market-rate townhomes will be owner-occupied or rented Building height 2 story (25 feet in height) Size of each unit Approximately 700 SF per unit on the main floor and 1,100 SF on the upper floor (total of 1,800 SF per unit) No. bedrooms & bathrooms 3 BR and 2½ BA per unit Attached garage size Approximately 400 SF Basements No basements (slab on grade) Patios Each unit will have a patio Conformance to Comprehensive Plan According to the city’s 2040 Comprehensive Plan, the site is designated as medium density residential, which allows for a gross density range of 6-16 units per acre. “Gross” includes in the density calculation the street rights-of-way measured out to the centerline of both streets. In the case of 3401-3415 Douglas Dr N., gross density is calculated as follows: 30,470 sq. ft. Size of both lots as shown on the preliminary plat dated March 14, 2023. +18,141 sq. ft. Douglas Drive N. and 34th Avenue N. rights-of-way to the centerline = 48,611 sq. ft. Total area included in the density calculation = 6,076 sq. ft. Gross area per unit (48,611 / 8 units) There are 43,560 sq. ft. in one acre 43,560 / 6,076 = 7.2 units per gross acre which is between 6 and 16 The Comprehensive Plan also designates the property as a redevelopment area called “Area D”. This area extends along Douglas Drive from 27th to 36th Avenues. The plan does not identify any specific redevelopment standards for Area D. C. SITE PLAN AND SUBDIVISION ELEMENTS The properties included in the Planned Development consists of two platted lots addressed as 3401 and 3415 Douglas Dr. N. The applicant is requesting to replat these lots into nine lots with each townhome on its own lot plus a shared common lot. The following are the notable site plan elements for the proposed townhome development: 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 9 Parcel Area Details 30, 470 sq. ft. (0.69 acres) - Total area to be replatted as follows: North townhome building: ➢ 1,654 sq. ft. (0.038 acre) Lot 1, Block 1 (new 3415 Douglas Dr. N) ➢ 1,534 sq. ft. (0.035 acre) Lot 2, Block 1 (new 3413 Douglas Dr. N) ➢ 1,534 sq. ft. (0.035 acre) Lot 3, Block 1 (new 3411 Douglas Dr. N) ➢ 1,654 sq. ft. (0.038 acre) Lot 4, Block 1 (new 3409 Douglas Dr. N) South townhome building: ➢ 1,654 sq. ft. (0.038 acre) Lot 1, Block 2 (new 3407 Douglas Dr. N) ➢ 1,534 sq. ft. (0.035 acre) Lot 2, Block 2 (new 3405 Douglas Dr. N) ➢ 1,534 sq. ft. (0.035 acre) Lot 3, Block 2 (new 3403 Douglas Dr. N) ➢ 1,654 sq. ft. (0.038 acre) Lot 4, Block 2 (new 3401 Douglas Dr. N) Outlot A: ➢ Outlot A will be the common area owned by the homeowner’s association, will be 16,013 sq. ft (0.37 acres) in size, and will be addressed as 3417 Douglas Dr. N. Right-of-way dedication: ➢ Since the property is adjacent to a County road (Douglas Dr. N), the County reviewed the preliminary plat and requested dedication of approximately 1,705 sq. ft. (0.039 acres) of additional right-of-way for potential future improvements to Douglas Drive. Lot dimensions and Building Setbacks. The R2-PD zoning designation allows flexibility with site development standards such as lot dimensions and building setbacks. The following are the requirements under R-2 zoning and the proposed requirements under the R2-PD zoning classification. Requirements under R-2 district Proposed requirements for R2- PD district Lot area: 10,000 sq. ft per lot 1,534 – 1,654 sq. ft. per townhome lot, 30,470 sq. ft for the site Lot depth: 100 feet 61 feet for each townhome lot, 109 feet for the site Lot width: 100 feet 25 – 27 feet per townhome lot, 243 feet for the site Setbacks for each four-unit building: East (along Douglas Dr N: 30 feet 13 feet South (along 34th Ave N): 30 feet 23 feet North: 30 feet 10 feet West: 15 feet 47 feet Side setback for townhome lot: 15 feet 0 feet (zero lot line) The proposed townhomes are not located in drainage or utility easements. Outlot A is covered by a drainage and utility easement in its entirety. 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 9 Site Plan Elements • Parking. Each townhome will have a 2-car garage attached to the back of the unit that will be accessed from 34th Avenue. In addition the site plan provides for nine surface parking spaces along the back property line that will provide for overflow or visitor parking. The parking lot meets UDC requirements for setbacks and parking space and aisle dimensions. • Stormwater management and erosion control measures. The applicant has provided a stormwater management plan, which provides for a drainage swale along the north property line and for a trench drain in the driveway south of the parking lot. Both the swale and trench drain will connect to the city’s stormwater mains. The grading and erosion control plans are subject to review and approval by the Bassett Creek Watershed Management Commission. This review and approval has been made a condition of approval of the rezoning to R2-PD. The percentage of impervious surface will be 68%. This complies with the maximum coverage of 75% in the underlying R-2 zoning district, and represents a reduction from the 82% impervious coverage of the previous use. During building construction the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and rock construction entrances. • Utilities. The proposed townhomes will connect with existing and proposed water and sanitary sewer mains. There will be two water connections; the re-use of an existing connection to Douglas Drive and a new connection to 34th Avenue. The two alternate sources of water will provide a looped system for the townhomes. Three existing overhead utility poles are located along the west side of the property, but two of the utility poles will be removed as they are no longer needed. The existing overhead utilities will be located in drainage and utility easements that are dedicated with the new lot subdivision plat. If those lines are relocated or extended, then the lines and extensions must be buried underground. New private utility services to the proposed building, such as Xcel Energy, Lumen, and Comcast, will be buried underground. • Access and circulation. The city’s Public Works department and the West Metro Fire Rescue District staff have reviewed this traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. Each townhome unit will have an interior fire sprinkler system. • Building elevations. The proposed major exterior building material is lap siding, with cultured stone as an accent material. These materials meet the city’s requirements. A rending of the proposed building is attachment E. • Landscaping. The site plan calls for 12 new trees to be planted: “American elm”, “princeton sentry gingko”, “thornless honeylocust”, “coffee tree”, “swamp white oak”, and “boulevard linden”. The applicant proposes to plant nine varieties of shrubs, including those that will screen the proposed building foundation from street view. • Screening. Ground mechanical equipment behind the townhomes will be screened with landscaping. Since each townhome unit will have their own trash and recycling containers, a central dumpster enclosure will not be needed. 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 9 • Exterior Lighting. The applicant has not yet submitted an exterior lighting plan, but is not proposing any light poles for the property. As a condition of rezoning approval, the applicant shall submit a plan for the exterior wall lighting that meets city requirements. • Pedestrian connections. There is an existing sidewalk along Douglas Drive that allows for pedestrian connections to the proposed townhome entrances. • Signs. The applicant is not proposing any signage for the property. • Park dedication. Based on the former commercial use, the UDC would have required a park dedication fee of $3,450. The fee for a residential use is $8,000. The fee is calculated by subtracting what would have been due for a commercial use from the residential fee, for a total park dedication fee of $4,550. This park dedication fee would be paid by the applicant prior to the release of the final plat by the city for recording at Hennepin County. Park dedication fees go into the Parks Capital Fund for park system improvements. D. SUBDIVISION CRITERIA The following are the relevant criteria for approval of subdivisions in city code section 510.25. 1. The proposed subdivision must be in compliance to the provisions of this UDC. Findings: The proposed subdivision meets UDC requirements if rezoned from R-2 to R2-PD. 2. The proposed subdivision must be in accordance with the objectives of the city’s comprehensive plan. Findings: The proposed subdivision meets the density requirements of the medium density residential (MDR) land use category. 3. The physical characteristics of the site, including but not limited to, topography, vegetation, susceptibility to erosion and sedimentation, susceptibility to flooding, water storage and retention, must be such that the site is suitable for the type of development of uses contemplated. Findings: The characteristics of the site are conducive to the construction of two new four-unit townhome buildings. E. REZONING TO PLANNED DEVELOPMENT (R2 - PD) The applicant is requesting that the property be rezoned to Planned Development (R2 - PD), which allows flexibility in zoning requirements in planning for a development to have an efficient and effective use of land, open space and public facilities. The underlying zoning for the property would be Medium Density Residential (R-2). PD district development standards. There are two relevant development standards related to this proposed R2-PD rezoning: 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 9 1. Minimum site area. The proposed development is .69 acres in size. The minimum site area for a PD is 2 acres, but the UDC provides an exception to this requirement if at least one of three criteria are met. The relevant criteria that is met by this development is as follows: Criteria: The property is located in a transitional area between different land use categories or it is located on an arterial street as defined in the Comprehensive Plan. Staff response: As described in section B of this staff report, the property is located in Area D, which is a redevelopment area comprised of a mixture of land uses and Douglas Drive is a minor arterial street. 2. Recreational Use. A residential PD must provide a minimum of ten percent of the gross project area in private recreational uses for project residents, but the UDC provides for this requirement to be waived if the following criteria is met: Criteria: The city council finds that adequate recreational opportunities are available sufficiently near the PD to make this requirement duplicative, or the PD is too small for this requirement to be feasible. Staff response: The property is too small for this requirement to be feasible. The property is within a half-mile of Bassett Creek Park and Valley Place Park. Requested flexibility in site design. As part of the PD rezoning, the applicant is requesting flexibility with the following site design requirements. Staff is supportive of these requests which provide a means to efficiently and effectively utilize a smaller property without negatively impacting adjacent uses. Building setbacks. Below are the minimum required building setbacks in the R-2 district and the proposed setbacks in the R2-PD district. The west setback of 47 feet exceeds the required setback of 15 feet so flexibility is not requested for that setback. Standard R-2 Proposed R2-PD (four-unit building): South (34th Ave N) = 30 feet = 23 feet East (Douglas Dr N) = 30 feet = 13 feet North = 30 feet = 10 feet Standard R-2: Proposed R2-PD (townhome lots): = 15 feet = 0 feet (zero lot line) Lot dimensions. Below are the minimum required lot dimensions in the R-2 district and the proposed dimensions in the R2- PD district. Standard R-2 Proposed R2-PD Lot area = 10,000 sq. ft 1,534 – 1,654 sq. ft per townhome lot, 30,470 sq. ft for the site Lot depth = 100 feet 61 feet per townhome lot, 109 feet for the site Lot width = 100 feet 25 - 27 feet per townhome lot, 243 feet for the site 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 8 OF 9 F. REQUESTED ACTION The Planning Commission is being asked to make a recommendation to the City Council to either deny or approve the subdivision and rezoning to Planned Development (R2-PD) for the proposed townhomes at 3401-3415 Douglas Drive North. This recommendation should include findings of fact either for or against the proposal. The Commission may reference the findings for approval in sections C, D, and E above. Staff recommends approval of the rezoning to Planned Development with the following conditions of approval: 1. Site Plan. The development shall be constructed according to the site plan in attachment E. 2. Building permit. The following are the requirements for building permit issuance: a. Submittal deadline. The applicant shall submit the permit application for the townhomes by May 2, 2024 or submit a request for City Council approval of a one-year extension by April 12, 2024. b. Building permit issuance. Before the permit is issued, the applicant shall: 1) Receive approval of the erosion and grading plans by the Bassett Creek Watershed Management Commission. 2) Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the parking lot, trench drain, and landscaping plan. 3) Submit an exterior lighting plan that meets UDC requirements. 4) Receive approval by the City Council of the subdivision final plat and the easement vacation applications and then provide documentation that the plat and notice of completion for the easement vacation have been recorded at Hennepin County. 3. Park dedication fee. Before the final plat is released by the city for recording at Hennepin County, applicant shall pay the park dedication fee of $4,550. 4. Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 5. Special provisions related to Medium Density Residential - Planned Development (R2-PD) rezoning. The rezoning to R2-PD implements the following special provisions in place of the standard R-2 zoning requirements: a. For each four-unit building, the minimum building setbacks are reduced as follows: • South (34th Ave N.): 23 feet • East (Douglas Drive N.): 13 feet • North: 10 feet For each townhome lot, the minimum side setback within each lot is reduced to 0 feet. 3401-3415 DOUGLAS DRIVE NORTH – SUBDIVISION AND REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 9 OF 9 b. The minimum lot area, depth and width requirements are reduced as follows: • Lot area: 1,534 – 1,654 sq. ft. • Lot depth: 61 feet • Lot width: 25-27 feet 6. Compliance. Development of the plat is subject to the applicable requirements of the Crystal City Code. The applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances in developing the plat and is required to obtain such other permits and permissions as may be required. 7. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this plat approval shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 8. Binding Effect. The conditions placed on this preliminary approval are binding on the applicant, its successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership. The obligations of the applicant under this approval shall also be the obligations of the current and any subsequent owners of the property. 9. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this preliminary approval shall automatically be deemed acceptance of, and agreement to, the terms and conditions without qualification, reservation, or exception City Council action of the subdivision (preliminary plat) and first reading of the ordinance rezoning the property to R2-PD is anticipated on March 21, 2023. If the Council approves first reading, then second reading of the rezoning ordinance would be considered at a future regularly scheduled Council meeting in which the final plat and easement vacation requests will also be considered. Site Location and Neighborhood Open House Notice Mailing Map 3401-3415 Douglas Dr N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A Zoning Map 3401-3415 Douglas Dr N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 2040 Comprehensive Plan Map 3401-3415 Douglas Dr N 4141 Douglas Dr. N. Crystal MN 55422 Attachment C Hampton Companies, LLC 1824 Buerkle Road White Bear Lake, MN 55110 PROJECT PROPOSAL: To Crystal Planning Commission and City Council PROJECT NAME: Hampton addition of Crystal PROPERTY ADDRESS: 3401-3415 Douglas Drive APPLICANT: Hampton Companies, LLC 1824 Buerkle Road White Bear Lake, MN 55110 DESCRIPTION OF PROPOSED DEVELOPMENT: Hampton Companies is proposing to develop an 8 unit townhome development. Each unit will have 3 bedrooms and 3 bathrooms. They will be 2 story units. Each will have its own 2 car garage with additional off-street parking provided. Each unit will have a rear patio. Land use Description: Total Land Size: .7 Acres-Approx. Building Size Each: 1,864 Sq. Ft. Occupancy: (2) 4-unit townhome buildings Architectural Design: The building will combine stone, LP Smartside siding materials, Gable roof details and architectural shingles. PROJECT REQUESTS: Rezoning from R-2 to Planned Development Subdivision of lots Final Plat Vacate existing easements. CONCLUSION: Thank you for your time to review our proposal. As we work thru the grading plan, special attention will be paid to the drainage and excavation plan to assure that the drainage of this site does not disturb the neighborhood. By approving this project, the city is gaining an attractive, tax paying properties to the community in an otherwise idle property. We look forward to continuing to work with the City staff, Planning Commission and City Council during the review and approval process for this application. Please contact me with any questions you have on any item as I would be more than happy to discuss it in further detail. Sincerely, Dan Brown Hampton Companies, LLC Attachment D 38'6"30'3"38'6"30'3"ResidenceNO. 6308FFE = 903.1Concrete Wall243.62N00°11'09"W 126.75N89°56'04"E 133.00S00°14'44"E 243.62N89°41'52"W 116.82N00°12'08"W 116.0816.40N89°54'39"W1 122341234OUTLOT ADrainage and Utility EasementOver All of OUTLOT AN40°03'54"E10.4322.49 N17°42'44" W (Plat = 116.75)(Plat = 243.42)East Line of Block 1, PERLICK ADDITIONN82°03'04"W 58.60N63°44'56"E 46.53S00°14'44"E6.006.00S00°14'44"ES00°14'44"E 104.08S89°45'16"W 61.25N00°14'44"W 104.08N89°45'16"E 61.25S00°14'44"E 104.08S89°45'16"W 61.25N00°14'44"W 104.08N89°45'16"E 61.25N89°45'16"E 61.2525.0425.0427.0027.00N89°45'16"E 61.2525.0425.04N89°45'16"E 61.2527.0027.0027.0027.00N89°45'16"E 61.2525.0425.04N89°45'16"E 61.2525.0425.04N89°45'16"E 61.2527.0027.007.007.00N00°14'44"W 243.58DOUGLAS DRIVE (C.S.A.H. NO. 102)109.82126.00(To Be Vacated)(To Be Vacated)VICINITY MAPHampton Addition3401-3415 Douglas Drive, Crystal, Hennepin County, Minnesota 554221824 Buerkle Rd, White Bear Lake, MN 55110Hampton CompaniesPROJECTPROJECT NO.: 23035COPYRIGHT 2023 CIVIL SITE GROUP INC.cREVISION SUMMARYDATE DESCRIPTIONV2.0PRELIMINARY PLAT3-28-2023 City Comments..........N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.3-14-2023NCLIENTcivilsitegroup.comQA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BY.SWCJ.PRELIMINARY PLAT GENERAL NOTESPROPERTY DESCRIPTION:Lot 1, Block 1, PERLICK ADDITION, Hennepin County, Minnesota.ANDLot 6, Block 1, PERLICK ADDITION, Hennepin County, Minnesota.Please note that this Preliminary Plat was prepared without the benefit of a commitment for title insurance. Thedescription above is per Surveyors Certificate of Existing Conditions prepared by Demarc Land Surveying andEngineering, dated April 21, 2021, provided to us by the client. There may be easements or other matters of recordwe are unaware of and thus not shown hereon.DATE OF PREPARATION:03-14-2023Please note that the background survey information, including the benchmark, is per Surveyors Certificate of ExistingConditions prepared by Demarc Land Surveying and Engineering, dated April 21, 2021, provided to us by the client.APPLICANT:Hampton ComapniesDan Brown651-295-24591824 Buerkle Rd, White Bear Lake, MN 55110BENCHMARKS:The benchmark is the top nut of a fire hydrant located in the northwest quadrant of the intersection of DouglasDrive N and 34th Avenue N.Elevation=893.09 Feet (Datum not provided)AREAS:Block 1Proposed Lot 1 = 1,654 +/- Sq. Ft. or 0.038 +/- AcresProposed Lot 2 = 1,534 +/- Sq. Ft. or 0.035 +/- AcresProposed Lot 3 = 1,534 +/- Sq. Ft. or 0.035 +/- AcresProposed Lot 4 = 1,654 +/- Sq. Ft. or 0.038 +/- AcresBlock 2Proposed Lot 1 = 1,654 +/- Sq. Ft. or 0.038 +/- AcresProposed Lot 2 = 1,534 +/- Sq. Ft. or 0.035 +/- AcresProposed Lot 3 = 1,534 +/- Sq. Ft. or 0.035 +/- AcresProposed Lot 4 = 1,654 +/- Sq. Ft. or 0.038 +/- AcresProposed OUTLOT A = 16,013 +/- Sq. Ft. or 0.368 +/- AcresProposed Dedicated Right of Way = 1,705 +/- Sq. Ft. or 0.039 +/- AcresTotal Property Area = 30,470+/- Sq. Ft. or 0.700 AcresPlease note per comments from the City of Crystal that no part of the buildings including eaves and foundations,may be located within OUTLOT A.FLOOD ZONE:This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per FloodInsurance Rate Map, Community Panel No. 27053C0213F, effective date of November 4, 2016.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comPRELIMINARY PLAT: HAMPTON ADDITIONOVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCELINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEWOODEN FENCELINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSB SOIL BORINGLIGHT POLEACCESS RESTRICTION40102001020SCALE IN FEETAttachment E civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............DOUGLAS DRIVE TOWNHOMESCRYSTAL, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATION MAPNUTILITY PLANC4.0ISSUED FOR: CITY RESUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: ROBBIE LATTA952-250-2200SURVEYOR:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sRLANDSCAPE PLAN NOTES & DETAILSARCHITECT:THE ADKINS ASSOCIATION INC. ARCHITECTS2586 SEVENTH AVE EASTSAINT PAUL, MN 55109CONTACT: MICHAEL W. OSTLIE651-224-1358DEMARCLAND SURVEYING & ENGINEERING7601 73RD AVE NMINNEAPOLIS, MN 55428CONTACT: GREGORY R PRASCH763-560-3093HAMPTON COMPANIES1824 BUERKLE RDWHITE BEAR LAKE, MN 55110CONTACT: DAN BROWN651-295-2459SITE LOCATION 38'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.62S 89°36'35" E 116.82S 00°06'51" E 116.08S 89°49'22" E 16.40S 00°05'52" E 126.75N 89°58'39" W 133.00N 00°09'27" W 243.62W 999333888555999888NNNN666444438'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.62S 89°36'35" E 116.82S 00°06'51" E 116.08S 89°49'22" E 16.40S 00°05'52" E 126.75N 89°58'39" W 133.00N 00°09'27" W 243.62DISCONNECT AND CAPEXISTING SANITARY SEWERSERVICE FOR 3401 DOUGLAS ROW LINEFIELD VERIFY LOCATIONREMOVALS LEGEND:civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sRREMOVAL NOTES:CITY OF CRYSTAL REMOVAL NOTES: SW1.0 - SW1.5EROSION CONTROL NOTES:DLTREE PROTECTIONN T S25'DRIPLINE WIDTHPOSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS1 38'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.62222444242424322289°36'35" E 116.8266689°36'35" E 119659966559996665555°3555335533558885555933"E1289635E181E3826E536S SSSSSSSSSSSSSS 00°06'5SSSSSE 116.080800'51" ES 89°49'22" E 16.4044440000000S 00°05'52" E 126.75N 89°58'39" W 133.00W999333888555999888NNNNN 00°09'27" W 243.62SSSS E'5525'505°009'S06004000CSSSSSSSSSSSSSSSSSSSSSSSSS00°°civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2303503/29/2023CITY RESUBMITTAL..........03/14/2023CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NHRL, JL..............2023 48523JORDAN M. LOCKMANLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.LICENSE NO.LICENSE NO.DATEDATEI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASSPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYSUPERVISION AND THAT I AM A DULYCENSED LANDSCAPE ARCHITECT UNDCENSED LANDSCAPE ARCHITECT UNDEE LAWS OF THE STATE OF MINNESOTE LAWS OF THE STATE OF MINNESOTMINNESOTA.4852348523DAN M. LOCKMDAN M. LOCKM03/29/2303/29/23REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............^/dZd>͗^/d>zKhdEKd^͗SITE PLAN LEGEND:NKnow what'sRRRRRRR CITY OF CRYSTAL SITE SPECIFIC NOTES:OPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS). 38'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.62S 89°36'35" E 116.82S 00°06'51" E 116.08S 89°49'22" E 16.40S 00°05'52" E 126.75N 89°58'39" W 133.00N 00°09'27" W 243.62civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............GENERAL GRADING NOTES:GRADING PLAN LEGEND:GROUNDWATER INFORMATION:CITY OF CRYSTAL GRADING NOTES: SW1.0 - SW1.5EROSION CONTROL NOTES:NKnow what'sREOF=1135.52 38'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.622244424242432229°36'35" E 116.826566556665555°55533355335555533"E12635181E326E536899999998889898S SSSSSSSSSSSS 00°SSSSS06'51" E 116.080800S 89°49'22" E 16.4000000S 00°05'52" E 126.75N 89°58'39" W 133.00N 00°09'27" W 243.62SSSSSEEEE1111RECONNECT 1.5" WATER"SERVICE TO EXISTING LINE,SSINSTALL NEW CURB STOP @UUROW LINEFIELD VERIFY LOCATIONOOENDS, TYP.ENDBE(2) 45° BENDENDEND55EEEEEDDDDDBEEBEEBEEEBBBBBBBBEEBBBEEEEEEEEEEBBBBBBBBBBBBBBBDDDDDDDDDDDDDDDDDDBBBBB1.5" DIP COMBINED FIREOOIEOMOOOOOOFINEINEEBEFIREF1.5SUPPRESSION ANDSSSSIIINNSIOSIIISIOSOOONNOUPPSUSPPRER SERVICEEEEATERTEATATAAWAWAMESTIC WAMEESSTTDOMESTICMEDOMEMMMDTERTETDC WWWWWAATTTRRATATTAAWAWWAAAWAWAAAAWAWWWWAAAADOMESTDSTSTSTMEMEEMEEICCREPLACE EX. 1" TAP ATMAIN W/ 6"FIELD VERIFY LOCATION1.5" COPPER WATER5ERRRRRRWAERRRWAWAWWWWWWWWWWWWWWWWWWW15 COPP5OPPPPCOOPEESERVICE & CURB STOP,RBRBRBRCRCUE CCCCCCRRRRRRRRSRRRRRRRURRRRRRRRRRRRRUUUUURVICSEREVICETYP.YTYTYPYPRIVATE HYDRANT & G.V." 4" PVC. SCH. 40 PRIVATEH4H4.HHHH4444HCHHHHHHH4444444CC4SAN. SEWER SERVICE, TYP.RSRSEEWWWERRRSSSSYSANSAN. 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MHEAAAMEAAMOOEX. IE=882.79 (PER22AS-BUILT, FIELD VERIFY)PR. IE=883.29SSS SSSSSSVC PRIVATEPVVATEVATTTTTTTTATATATATAATTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTATTTTATATTTATTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTAAAAAAAAAAAAAAAAAAAAAAAATTTTTAAAEE2 LF 6" PV"" "P52 LF 6" PVP"PP"PCPVCVCVV5252 LSEWER SERVICESEWSSSWWWARY ARRRRRRSANITARY ASASSSYSSSYYSSSSYSSSYSSYYSANITNITNITCSAATARAR@ 1.00%%%%%%%%%%%%%@ 1.@@ 1.9SAN. MH 1MMHMMMM000000RE=895.0RE=895 095 0RE=899999950095.099099999RE=895 00000RE=895 0RE=895 095 00RE 89999995 09099990000000883.8788IE (SE)=8 ( (SSEE)=EE)=8=EE83.8888BEND W/ REDUCER6" IE=886.01BEGIN/END INSULATIONNNN8TIONIOONOOOOOOOOONNNONONOOONNNOOOOOOOONNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOTTONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNINSULATIONUULLATATTAAITTTATAAAATTATTAAAAAAAATTATAATAAAAATTATAATAAAAAAAAAAABEGIN/END BBEEGNNNNDNNNNNNTIONITTONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNOONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNONNNNNNNNNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOTRENCH DRAIN92 E 16922 E 16RE=891.40-892.10BOTTOM=889.40IE=887.91400RE DRILL CONNECTION TOEOREECORCOREEOROOEXISTING CATCH BASINEXIEXRE=890.73REX. IE=886.65 (PER AS-BUILT,BB8FIELD VERIFY)FIIEEELLVEVEVEPR. IE=886.9597 LF 8" PVC SCH. 40 @ 0.50%0 0 @0 @0@@@@@@@@@@97 LF 8" PVC SCH97 LF 8" PVC SCHFFSCSSSSSSSSCSCCSCCCCF 8" PVCF 8" PVC97 LF97 LFF9797FFLFLFFF8"8"PVPVCCCCCCCCCCCFF0@@@@@@@@@@00000STMH 1RE=893.50IE=887.4430'3"30'3"SUMP IE=883.444448388E=P IMPUMSINSTALL PRESERVER ANDSKIMMER94 LF 8" PVC SCH.6'6'40 @ 0.50%°00ooooooDOWNSPOUT PIPEUTSSSSSSOTTOOOPOOPPOOPOOPOOPPOOOODOWOWWDOOWNSSDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHGIIGGIIDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHHHDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHDAYLIGHT PIPE THROUGHIIGGIIRETAINING WALLWALLNGGGWGWWWWGWGWGGGGGWWAAALLLNNNINGNNNNNNNNNNNNNNNIIININNINNNNNNINNNNNNNNNINNNNNNNNNNNNNNNINNINNNNNNINNNNNNIIIINNIINNNIINNIIINNNNNNNNNNNNNNNNIINNNNNNNNNNNNNNNNNNNNNNNNNNNNNNIIINNNNNNNNNNNNNNNNNNNNIIINNNNNNNNNNNNNNNNNNNNNINNNNNNNNNNNNNNNIIINNNNNNNNNNIIINNNNNNNNNNNNNNNNNNNNNNNNNNNNNNIIIIIIIIIILLLLALALLLWAWAWWWWGGGGGGGGGGGNGNNNINNNNINNNNNNNNIIIINNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNLLG WALLG WALLGGAAAAALAALLALAAAALALLLLLLLGGGGLLGGGGGGGGNINGNNNNINNNNNNNNNNNNNNNNNINNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNGGGGRETAINNNNTAINNNNNNNNNNNNIIIIIIIIIIIIIIIIIINNNNNREREEEEEEEERAIN GUARDIANSTORMWATER SWALE, FLOWSSWALE FLOWSEAST @ APPROX. 2.5%STORM/WATER CROSSING8" STORM IE=887.38LOWER WATERMAIN TOERR WWWATMAINTAIN MINIMUM 18" VERTICALSEPARATION BETWEEN PIPESSTORM/SANITARY CROSSING8" STORM IE=887.316" SANITARY TOP=884.40ONNECT AND CAPNNNSCONNNNDISCODECCCCCDDCCAPCCACPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPCCCCCCTCTT ASCODISCDONNNNAAEWERENITARY SEWERWEEXISTING SANITARXSSTRRSASSSSSSSSTARRTARTRNEEWEEEREXISXSERVICE FOR 3401SERVICE FOR 3401OR 3401SERVICE FFFOOORRRROROORRRFOFOOOOOOO01401R34R34SERVICE FORSERVICE FORRRRRR404404DOUGLAS @ ROW LINEDDD@@@ @@@@@@EIEEEEEEEEENNNNNEEEEENNEENNNNNNEENNNNNIIRLINEINNNNIINEEEEEEDFIELD VERIFY LOCATIONIIFFCCTTIONTONONONONOONNNNNNNNNNNNNNNNNNOOOOONNNNOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONNFFFFYFYLLLOCCLLLLYLYLYYYYLLLYLLYYYFIEINFELDND 1.5" LINESD1D1DDDD.NDDNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN...CONNECT 6" ANOCOO"AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAACCNNNNNNCOCTH FITTINGSGSGGGSSSSSWITH FTWITTWWITTWTH F6" DIP WATER SERVIC757556"x6" TEE & G.V.EXISTING MH PERAS-BUILT/AERIAL PHOTOEX. IE=882.85 (FIELDVERIFY)civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2303503/29/2023CITY RESUBMITTAL..........03/14/2023CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NHRL, JL..............2023 48523JORDAN M. LOCKMANLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.LICENSE NO.LICENSE NO.DATEDATEI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASSPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYSUPERVISION AND THAT I AM A DULYCENSED LANDSCAPE ARCHITECT UNDCENSED LANDSCAPE ARCHITECT UNDEE LAWS OF THE STATE OF MINNESOTE LAWS OF THE STATE OF MINNESOTMINNESOTA.4852348523DAN M. LOCKMDAN M. LOCKM03/29/2303/29/23REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............'EZ>hd/>/dzEKd^͗UTILITY LEGEND:CITY OF CRYSTAL UTILITY NOTES:NKnow what'sRRRRRRR civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............AVK GATE VALVE BOXN T S1141.0 1.4 2.0 1.4 1.0 - -6 2.1 3.0 5.0 3.0 1.6 1.0 -10 5.9 8.4 12.0 8.4 4.6 2.6 1.212 8.5 12.0 17.0 12.0 6.6 3.4 1.714 11.5 16.3 23.0 16.3 8.9 4.6 2.316 15.0 21.3 30.0 21.3 11.6 6.0 3.018 19.0 27.0 38.0 27.0 14.6 7.6 3.620 23.5 33.3 47.0 33.3 18.1 9.4 4.724 34.0 48.0 68.0 48.0 26.2 13.6 6.86 3.8 5.3 8.0 5.4 2.9 1.5 1.0THRUST BLOCKN T S9UTILITY PIPE INSULATION DETAILN T S10AVK FIRE HYDRANTN T S12C5.0127"20"FINISHED GRADE6"RIBBON CURBN T SFINISHED GRADE4DOWELED JOINT BETWEEN TWO PAVEMENTSN T S"D" - DENOTES DOWEL DIAMETER"T" - DENOTES PAVEMENT THICKNESSNOTES:1. EITHER ONE PIECE OR THREADEDSPLIT-TYPE DOWEL MAY BE USED.2. USED THICKENED EDGE ON NEWPAVEMENT WHEN EXISTING PAVEMENTHAS THICKENED EDGE.JOINT SEALANTDETAILDRILL & GROUT DOWELEPOXY COATEDDOWEL SCHEDULEDOWEL SIZE DIA. LENGTH SPACING8" OR LESS34"16" 12" 0.C.9" - 11"1" 16"12" 0.C.12"-15"1-1/4"20"15" O.C.16" OR MORE1-1/2"20"18" O.C.16" OR MORE1-1/2"22"24" O.C."T""T"/2 /- "D"/25JOINT SEALANT DETAILSN T SNOTES:1. SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2. TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.DWTW= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPESEE NOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 16BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100 OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A) BASE (B) AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTY 1.5" 2.0" 6.0"HEAVY DUTY 2.0" 2.0" 8.0"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. /-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSFINISHED GRADEN T SB-612 CONCRETE CURB AND GUTTERCLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENT DETAIL(6" MIN.)0.5 SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER(T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROMCURB. SEE PLAN1:3 BATTER SLOPE GUTTER 34" PER 1'-0"3" RADIUS CORNERS12" RADIUSCOMPACTED SUB-BASE, EXIST. NATIVEOR PER SOILS REPORT36"3'-6"2'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGN1/2"ACCESSIBLE SIGN AND POSTN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKINGGRADE, SEE SIGN POST INSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6 PIPECOMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICASANDMATERIAL VARIES, SEE PLAN & DETAILS10° SLOPE, TYP. ALL AROUND1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OFAPPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILLANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEALSHIELD" PLASTIC COVER.GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIEDMETAL SIGN ACCORDING TO MN STATE CODEGALVANIZED STEEL FASTENER (TYP. OF 2)EXTEND POST PAST TOP OF POST8ACCESSIBLE PARKING PAVEMENT MARKINGN T SCITY CODEPER8'MIN.NOPARKING8'MIN.8'MIN.NOTE:1. ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2. VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3. SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4. ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING 4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBNOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM7GENERAL DETAILS NOTES:FINISHED GRADENOTES:1. ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBERREINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PERASTM C11162. INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.3. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT REQUIREMENTS.4. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.5. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.6. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.7. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.8. IF DESIGN IS DEFINED IN CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFERTO GEOTECH FOR FINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PADN T S (PRIVATE PROPERTY)PAVEMENT DESIGNTYPECONC. (A) AGG.(B)1. CURING:1.1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHINGOF CONC. SURFACE.1.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDSALLIED PER ASTM C-309. AT 200 S.F. PER GAL.1.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) ANDCONTAIN ACRYLIC BASED CLASS B RESTRICTED RESINSOLIDS.2WALKS 5" 6"CONC. PVMT. X" X"558" MIN. COVER7'-6" MIN. COVERVARIESSEE NOTE BELOW45°NOTE:1' OF SLACK TO ALLOW FORSETTLEMENT. HORIZONTALOFFSET MAY HAVE TO BE USED INSOME CASES TO INSURE AMINIMUM OF 7-6" OF COVER OVERSERVICE LINE.CURB BOX & WATER SERVICE CONNECTIONN T SCORPORATION COCKEXISTINGWATERMAINCONTINUOUS PIECE OF COPPER SERVICEPIPE FROM MAIN TO CURB STOPCONCRETE PATIO BLOCKOR 4" CONCRETE BLOCKPROVIDE CAP FOREND OF CURB STOPREFER TO PLANFOR CONTINUATIONCURBSTOPCURB BOX13 civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2303503/29/2023CITY RESUBMITTAL..........03/14/2023CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NHRL, JL..............2023 48523JORDAN M. LOCKMANLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.LICENSE NO.LICENSE NO.DATEDATEI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASSPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYSUPERVISION AND THAT I AM A DULYCENSED LANDSCAPE ARCHITECT UNDCENSED LANDSCAPE ARCHITECT UNDEE LAWS OF THE STATE OF MINNESOTE LAWS OF THE STATE OF MINNESOTMINNESOTA.4852348523DAN M. LOCKMDAN M. LOCKM03/29/2303/29/23REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS............TRENCH DRAINN T S7CCLCCCCFLOWFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFLOWSANITARY SEWER MANHOLEN T S1STORM MANHOLEN T S3PIPE BEDDING - RCP & DIPN T S4PIPE BEDDING - PVCN T S5FLOWFLOW61CATCH BASINN T S2SWALE - CROSS SECTIONN T S6'EZ>d/>^EKd^͗ civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............ 38'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.62S 89°36'35" E 116.82S 00°06'51" E 116.08S 89°49'22" E 16.40S 00°05'52" E 126.75N 89°58'39" W 133.00N 00°09'27" W 243.62BGBGBGBGBGBGBGBGBGSM2SM2SM2SM2SM2SM2SM2SM2SM2SM2SM2SM2SM2SM2SM2SM2SSNVRRSM27 - CA27 - EM3 - QB3 - SH3 - EK1 - BL1 - UP1 - PSG10 - DL6 - HA8 - NK5 - SM5 - AT25 - EM3 - HJ26 - AB36 - CA35 - JO4 - HA3 - HJ212 - HG7 - HG3 - HL24 - HA5 - JO6 - CA33 - HL212 - AB31 - HA3 - NK10 - AB36 - PMD7 - NK8 - SC26 - PMD13 - AM7 - HG6 - DL24 - SL6 - PMD7 - NK7 - SC26 - PMDSSNV9 - CA213 - TH15 - SLSM2SM2SM2GROUND COVERS CODE COMMON / BOTANICAL NAME SIZESSNVMN SEED MIX 34-262 WET PRAIRIE / LOWER BASIN SEED MIXMN SEED MIX 34-262 WET PRAIRIE, PER MNDOT SEEDINGMANUAL SPECIFICATIONS (2014)SEEDING RATE: 14.5 LB/ACRE (128.4 SEEDS/SF)Seed Mi RR4"-6" DIA. RIP RAP SIZED ROCK/STONE / RIP RAPROCK MULCH RIP RAP SIZED 4-6" ON GEOTEXTILE FABRIC.Mulc SM2SHREDDED CEDAR MULCH 3" DEEP / SHREDDED CEDAR MULCHDOUBLE SHREDDED CEDAR MULCH INSTALLED 4" DEEP ONGRADED AND PREPARED SOIL. PROVIDE EDGING AS REQ. ONLANDSCAPE PLAN.Mulc BGBLUE GRASS SOD / SODBLUE GRASS SOD WITH IMPROVED VARIATIES, INSTALLED ONPREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4 ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIGROLL PREFERRED FOR LARGER AREAS.SodPLANT SCHEDULETREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLYPSG 1Princeton Sentr Ging o / Gin go biloba Princeton Sentr 2.5" Cal. B&B NOT NATIVE NSH 3S line T ornless Hone Locust / Gleditsia triacant os inermis S cole TM2.5" Cal. B&B NATIVE CULTIVAR NEK 3Espresso Kentuc Co eetree / G mnocladus dioica Espresso 2.5" Cal. B&B NATIVE CULTIVAR NQB3S amp W ite Oa / Quercus bicolor2.5" Cal. B&B NATIVE YBL 1 Boulevard Linden / Tilia americana Boulevard 2.5" Cal. B&B NATIVE CULTIVAR YUP 1 American Elm / Ulmus americana Princeton 2.5" Cal. B&B NATIVE CULTIVAR YSHRUBSQTYCOMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLYCA3 12Ne Jerse Tea / Ceanot us americanus 1 CONT NATIVE YCA2 17Arctic Fire Dog ood / Cornus sericea Arctic Fire 5 CONT NATIVE CULTIVAR YDL 16D ar Bus Hone suc le / Diervilla lonicera 5 CONT NATIVE YHA 15Annabelle H drangea / H drangea arborescens Annabelle 5 CONT NOT NATIVE YHL2 6Little Quic Fire H drangea / H drangea paniculata Little Quic Fire 5 CONT NOT NATIVE YHJ2 6Kalm St. Jo ns ort / H pericum almianum 2 CONT NATIVE YJO 10Gre O l Juniper / Juniperus virginiana Gre O l 5 CONT NATIVE NSM 5D ar Korean Lilac / S ringa me eri Palibin 7 CONT NOT NATIVE YTH 13Holmstrup Arborvitae / T u a occidentalis 'Holmstrup'---GRASSESQTYCOMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLYAB3 28Blac a s Big Bluestem / Andropogon gerardii 'Blac a s' 1 CONT NATIVE CULTIVAR YSL 39Little Bluestem Grass / Sc i ac rium scoparium 1 CONT NATIVE YPERENNIALSQTYCOMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLYAT2 5Summer Beaut Globe Lil / Allium tanguticum Summer Beaut 1 CONT NOT NATIVE YAM 13Montgomer False Spiraea / Astilbe aponica Montgomer 1 CONT NOT NATIVE YEM12Magnus Purple Cone lo er / Ec inacea purpurea Magnus 1 CONT NATIVE CULTIVAR YPMD24Pardon Me Da lil / Hemerocallis Pardon Me 1 CONTHG 19Guacamole Plantain Lil / Hosta Guacamole 1 CONT NOT NATIVE YNK 25Kit Kat Nepeta / Nepeta aassenii Kit Kat 1 CONT NOT NATIVE YSC2 15Cardonna Salvia / Salvia superba Caradonna 1 CONT NOT NATIVE YPLANT SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23LANDSCAPE NOTES:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESMULCH SCHEDULEAREA MULCH TYPE EDGING FABRIC REMARKSTREE RINGS4" DEPTH, SHREDDED CEDARNO NO SEE DETAIL SHT. L1.1PLANTING BEDS4" DEPTH, SHREDDED CEDARYES NONATIVE SEED AREAS 2 SIDED NAT. NET STRAW BLANKET NA NANOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALSEDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS.SEE SHEET L1.1 FOR PLANTING SCHEDULENKnow what'sRPERENNIAL BED PLANTINGN T S4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T S3DECIDUOUS & CONIFEROUS TREE PLANTINGN T S2IRRIGATION NOTES: REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS............civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23IRRIGATION NOTES:AGGREGATE MAINTANENCE STRIPN T S1Know what'sRPERENNIAL BED PLANTINGN T S4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T S3ROCK MULCH/RIP-RAP, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANLAWN - SODSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANGEOTEXTILE (ADD TO SEED MIX HATCH)PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESSEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)SHREDDED CYPRESS MULCH, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.DECIDUOUS & CONIFEROUS TREE PLANTINGN T S2 38'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.62S 89°36'35" E 116.82S 00°06'51" E 116.08S 89°49'22" E 16.40S 00°05'52" E 126.75N 89°58'39" W 133.00N 00°09'27" W 243.62INLET PROTECTION ATCATCH BASINS, TYPPERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............NCITY OF CRYSTAL EROSION CONTROL NOTES:2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:Know what'sRLEGEND:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION. 38'6"30'3"38'6"30'3"OfficeNO. 6308FFE = 903.1Concrete Wall243.62S 89°36'35" E 116.82S 00°06'51" E 116.08S 89°49'22" E 16.40S 00°05'52" E 126.75N 89°58'39" W 133.00N 00°09'27" W 243.62RECONNECT 1.5" WATERSERVICE TO EXISTING LINE,INSTALL NEW CURB STOP ROW LINEFIELD VERIFY LOCATION(2) 45° BENDS, TYP.1.5" DIP COMBINED FIRESUPPRESSION ANDDOMESTIC WATER SERVICEREPLACE EX. 1" TAP ATMAIN W/ 6"FIELD VERIFY LOCATION1.5" COPPER WATERSERVICE & CURB STOP,TYP.PRIVATE HYDRANT & G.V.4" PVC. SCH. 40 PRIVATESAN. SEWER SERVICE, TYP.214 LF 6" PVC SDR 35PRIVATE SANITARYSERVICE 1.00 INSULATE PER DETAILIN AREAS WITH LESS THAN8' COVERCUT IN 6" WYE PRIVATESERVICE CONNECTION EXISTING 10" PUBLIC MAINEX. IE=882.79 (PERAS-BUILT, FIELD VERIFY)PR. IE=883.2952 LF 6" PVC PRIVATESANITARY SEWER SERVICE 1.00 SAN. MH 1RE=895.00IE (SE)=883.87BEND W/ REDUCER6" IE=886.01BEGIN/END INSULATIONBEGIN/END INSULATIONTRENCH DRAINRE=891.40-892.10BOTTOM=889.40IE=887.91CORE DRILL CONNECTION TOEXISTING CATCH BASINRE=890.73EX. IE=886.65 (PER AS-BUILT,FIELD VERIFY)PR. IE=886.9597 LF 8" PVC SCH. 40 0.50 STMH 1RE=893.50IE=887.44SUMP IE=883.44INSTALL PRESERVER ANDSKIMMER94 LF 8" PVC SCH.40 0.50 DOWNSPOUT PIPEDAYLIGHT PIPE THROUGHRETAINING WALLRAIN GUARDIANSTORMWATER SWALE, FLOWSEAST APPROX. 2.5 STORM/WATER CROSSING8" STORM IE=887.38LOWER WATERMAIN TOMAINTAIN MINIMUM 18" VERTICALSEPARATION BETWEEN PIPESSTORM/SANITARY CROSSING8" STORM IE=887.316" SANITARY TOP=884.40DISCONNECT AND CAPEXISTING SANITARY SEWERSERVICE FOR 3401DOUGLAS ROW LINEFIELD VERIFY LOCATIONCONNECT 6" AND 1.5" LINESWITH FITTINGS6" DIP WATER SERVICE6" 6" TEE & G.V.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............NKnow what'sRCITY OF CRYSTAL EROSION CONTROL NOTES:2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION. civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS............CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' RN T SSTABILIZED CONSTRUCTION ACCESSEXISTING UNDISTURBED ROADWAY35' R2'D''C''B''E''A'EROSION BLANKETN T S3SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T S4SEDIMENT FENCEN T S5 civilsitegroup.comCOPYRIGHT CIVIL SITE GROUP INC.cDOUGLAS DRIVE TOWNHOMES3401-3415 DOUGLAS DRIVE, CRYSTAL, MN 554221824 BUERKLE RD, WHITE BEAR LAKE 55110HAMPTON COMPANIESPROJECTPRELIMINARY:NOT FORCONSTRUCTIONISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER: 2303503/29/2023 CITY RESUBMITTAL..........03/14/2023 CITY SUBMITTALDRAWN BY:REVIEWED BY:MD, NH RL, JL..............202348523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.03/29/23LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta03/29/23REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE............SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:HAMPTON COMPANIES1824 BUERKLE RDWHITE BEAR LAKE, MN 55110CONTACT: DAN BROWN651-295-2459 UDC TEXT AMENDMENT – ELECTRIC FENCES PAGE 1 OF 6 ___________________________________________________________________________ FROM: Dan Olson, City Planner TO: Planning Commission (for April 10 meeting) DATE: April 4, 2023 RE: PUBLIC HEARING. UDC text amendment request from Amarok LLC to amend requirements for electric fences (Application Number 2023 - 04) __________________________________________________________________________ A. BACKGROUND Staff has received a text amendment request from Amarok LLC, a maker of electric security fences based in Columbia, South Columbia. Currently electric fences are not allowed in Crystal, but the applicant is asking to amend the UDC to allow that fence type. City staff is recommending denial of the text amendment and this was made known to the applicant prior to the application submittal. Notice of the April 10 public hearing was published in the Sun Post on March 30 and posted to all Crystal neighborhoods on Nextdoor. Attachments: A. Text amendment request and rationale from applicant B. Product brochure from applicant C. Current zoning map showing Commercial, Industrial and Airport districts PLANNING COMMISSION STAFF REPORT UDC Text Amendment UDC TEXT AMENDMENT – ELECTRIC FENCES PAGE 2 OF 6 B. PROPOSED AMENDMENT Ten-foot tall electric fences. The city received a request from Amarok to allow ten-foot tall electric fences for all properties in the Commercial, Industrial and Airport zoning districts (attachment A). Currently electric fences are not allowed in Crystal. The following is a summary of the applicant’s request: • Zoning districts. There is a lack of clarity in the applicant’s proposed text about where 10’ tall electric fences would be allowed: ➢ The applicant is requesting that electric fences be allowed on all properties that are zoned Commercial, Industrial and Airport. The city’s zoning map is attachment C to show the large numbers of properties that are included in those districts. ➢ The text submitted by the applicant also states that electric fences shall be allowed on “any property not zoned exclusively (emphasis mine) for residential use”. Since all three of the city’s residential districts allow non- residential uses, this text could be interpreted two ways: ▪ Since the city’s residential districts allow non-residential uses, electric fences would be allowed on all residentially-zoned properties; or ▪ Electric fences are allowed in residential districts, but only for non- residential uses such as schools, religious institutions, and commercial uses. With either interpretation, electric fences would be allowed for properties beyond the Commercial, Industrial and Airport districts. • Fence height. The text amendment would require a minimum electric fence height of at least 10 feet, but the fence could be taller if the perimeter fence is taller than 8 feet. Currently the maximum non-electric fence height in non- residential districts is 8.5 feet. • Additional fence required. The proposed amendment would require an additional perimeter fence in front of the electric fence with a minimum height of 5 feet. • Unclear electric code requirements. The applicant references requirements from the Electrotechnical Commission Standards (IEC) that would apply to electric fences in Crystal. The city’s electrical inspector reviewed these regulations and is unclear if they, or any other electric code, would apply to the applicant’s fence. For example, the text states that the “energizer for electric fences must be driven by a commercial storage battery not to exceed 12 volts DC”. The electrical inspector is not convinced that an electric fencing system enclosing a large property could be powered by a 12-volt battery (for comparison, a typical home thermostat has 24 volts). As such, it is difficult to determine what electrical code requirements would apply to such a fence. UDC TEXT AMENDMENT – ELECTRIC FENCES PAGE 3 OF 6 STAFF RECOMMENDATION Staff recommends denial of the proposed fence amendment, with the following findings: 1. Electric fences would be allowed in large areas of the city. The applicant has requested that electric fences be allowed in the city’s three commercial districts which contains hundreds of properties. As noted previously, the text amendment would also be interpreted to allow electric fences for at least some uses in residential districts. By way of example, staff offers three examples of where electric fences could be installed that would impact single- family residential (arrows indicate locations for potential electric fences). a. Cub Foods, 5301 – 36th Ave N. The property is zoned Commercial, with single-family homes located along the southern boundary of the property where a future electric fence could be located. UDC TEXT AMENDMENT – ELECTRIC FENCES PAGE 4 OF 6 b. Office warehouse, 5500 Lakeland Ave N. The property is zoned Industrial, with single-family homes located along the eastern boundary of the property and multi-family apartments on the northern boundary. Electric fences could be located along both boundaries. c. Liquor store, 5120 – 56th Avenue N. The property is zoned Commercial, with single-family homes located on both sides of the property where future electric fences could be located. UDC TEXT AMENDMENT – ELECTRIC FENCES PAGE 5 OF 6 2. Unclear electric code requirements. As noted above, city staff is not able to determine if the electrical code requirements cited by the applicant in their text amendment would apply to the applicant’s fence. 3. Commercial area aesthetics. Past surveys of Crystal residents have consistently demonstrated a desire for commercial and industrial areas that are more aesthetically pleasing. Allowing for the possibility of electric fences is inconsistent with achieving that goal. 4. Storage in building. Property owners wanting to protect valuable assets have the option of storing those assets within a building rather than storing them outdoors with an electric fence. 5. Lawful non-conforming uses. Once 10-foot tall electric fences are installed in Crystal, it is virtually impossible to have those fences removed even if the ordinance is later changed to prohibit them. They would become permanent fixtures of the community. 6. Prohibited by other cities. The city is not alone in prohibiting electric fences, as seen in the table on the next page. UDC TEXT AMENDMENT – ELECTRIC FENCES PAGE 6 OF 6 City Electric fences allowed If allowed, process to follow Golden Valley No New Hope No Robbinsdale No St. Louis Park No Plymouth Yes Property owner must receive approval of an interim use permit which allows the fence to be installed for a set period of time Roseville No Brooklyn Center No Brooklyn Park No Richfield No Maple Grove Yes Fences are allowed as part of a farmstead. For non-farmstead properties, property owner must receive approval of a conditional use permit (CUP) C. REQUESTED ACTION The Planning Commission is asked to make a recommendation to the City Council to either deny or approve the proposed UDC text amendment to allow ten-foot tall electric fences. Staff recommends denial of the amendment. The following is the proposed schedule for adopting the text amendment: April 18 Council considers first reading of ordinance May 2 If Council approves the ordinance amendment on first reading, Council considers second reading and adoption. If the Council does not approve the first reading, the text amendment application is denied. May 11 If Council approves the ordinance on second reading, summary of ordinance published June 10 If ordinance adopted by Council, effective date of ordinance 1. Zoning Map or Text Amendment Narrative Submit a separate narrative document which answers or addresses the following questions about the proposed zoning map or text amendment. For a zoning text amendment: a) Provide the specific section of city code that you would like amended. 520.09 Fences and Retaining Walls 520.09 Subd 1. (3) (iv) ADD 520.09 Subd 1. (3) (c) (1) – changes to wording with addition of (A) b) Provide the specific language to be added or amended. Proposed language in red below for 520.09 Subd 1. (3) (iv) Wording in red Proposed language in red below in 520.09 Subd 1. (3) (c) (1) Wording in red 520.09 Subd 1. (3) (3) Fences in non-residential districts. Fences in non-residential districts, including the TCPD district, shall comply with the following: (i) For interior lots, fences shall not be taller than 4.5 feet in the front yard and 8.5 feet in the side or rear yard; and (ii) For corner lots, fence height is determined in the same manner as for corner residential lots (see Figures 17 and 18), except that the maximum height shall be 8.5 feet where a 6.5 feet fence is allowed. (iii) Fence height in front or corner side yards may exceed 4.5 feet in height up to a maximum of 8.5 feet if the fence is used as screening as allowed in the Crystal city code, subsection 520.13. HOWEVER (iv) Fence height on any lot in C, I, AP district where a battery charged electric fence is installed as per section 520.09 Subd 1 (3)(c)(1)(A), the perimeter fence height will be minimum 5’ on front, side and rear yards. The battery charged fence (installed inside (behind) Perimeter Fence will be installed to a height of 10’ (ten) or 2’ (two) feet taller than existing perimeter fence. Attachment A (3) Fences in non-residential districts. (c) Design and maintenance requirements. (1) Barbed wire, razor wire, concertina, dannert, and above-ground electrical fences are prohibited except that battery charged electric security fences will be permitted in C, I, and AP districts when installed in accordance with the regulations as listed below. In the TC-PD district electrical fences and chain-link fences are prohibited. A. The construction and use of electric fences shall be allowed in the city only as provided in this section, subject to the following standards: 1. IEC Standard 60335-2-76: Unless otherwise specified herein, electric fences shall be constructed or installed in conformance with the specifications set forth in International Electrotechnical Commission (IEC) Standard No. 60335-2-76. 2. Electrification: (a) The energizer for electric fences must be driven by a commercial storage battery not to exceed 12 volts DC. The storage battery is charged primarily by a solar panel. However, the solar panel may be augmented by a commercial trickle charger. (b) The electric charge produced by the fence upon contact shall not exceed energizer characteristics set forth in paragraph 22.108 and depicted in Figure 102 of IEC Standard No. 60335-2-76. 3. Perimeter fence or wall: (a) No electric fence shall be installed or used unless it is completely behind/inside a non- electrical fence or wall that is not less than five feet. 4. Location: Electric fences shall be permitted on any property not zoned exclusively for residential use. 5. Height: Electric fences shall have a height of 10 feet (or 2 feet higher than the perimeter fence whichever is higher). 6. Warning signs: Electric fences shall be clearly identified with warning signs that read: "Warning-Electric Fence" at intervals of not greater than thirty feet. 7. Electric fences shall be governed and regulated under burglar alarm regulations and permitted as such. B. It shall be unlawful for any person to install, maintain or operate an electric fence in violation of this section. c) Discuss how the amended text more adequately fulfills the purposes of the unified development code (City code section 500.03) The city code when amended as above allows for business owners to install a security system on the interior (behind) and existing perimeter fence to protect their properties and business. The ability to secure a business property and assets is a valuable tool when working to attract business to the city as well as employment for residents. There is no change to the existing use and no new use is being proposed. Therefore, there will be no impact on streets, highways, and pavement type. The security fence will in no way adversely affect the surrounding area. Rather, to the contrary, the security fence enhances the vicinity by effectively deterring crime. Lower crime equals higher property values and safer residents, which in turn increase revenue to the city. Appellant affirms there will be no effect, whatsoever, on the use of adjacent properties. The system is virtually invisible to passing vehicular traffic so there is no impact on aesthetics in the area. The city maintains control over the districts where the battery charged 10’ system is installed with the battery charged fences being allowed in districts, C, I, AP but not in any residential or TC-PD. The City of Crystal will have a record of the location of the system in the city. The city of Crystal will have an alarm permit/registration on file and or a fence permit submitted and approved to install the system. This also allows the City of Crystal to earn revenue through allowing permitting that would have otherwise been denied, and allowing local business owners to keep their businesses safe and remain based in the city of Crystal employing local residents, and paying local property and business taxes. This amendment allows for business safety, city revenue and the city maintaining control over where and how the system is installed in the City of Crystal. We cannot imagine that the city would turn down this request to allow the system as outlined in the text amendment in the districts listed. 1. DETER Deterrence begins at the perimeter with physical infrastructure and multi- lingual warning signs,discouraging a criminal from attempting a breach at all. Deterrence is a psychological battle, and when EGD wins,crime is stopped before it happens. Stop unauthorized entry! Physical Deterrent Built ONLY inside the existing non- electrified perimeter barrier 2. DEFEND 3. DETECT 4. DEPLOY Audible &monitored alarm system which activates when trespass is detected.System includes remote access to arm/disarm. If an activated alarm is confirmed to be a trespasser,responders are then contacted and deployed to examine ABOUT US We are a perimeter security solution for businesses located on commercial, manufacturing, and industrial sites whose needs include the protection of outdoor assets. 5,900+ Installations 1,500+ Jurisdictions •Trucking & Logistics •Distribution •Metal Recycling •Landscaping •Collision & Automotive Repair •Auto Auctions & Dismantlers •Equipment Rental •Truck Sales & Service There are 4 STRATEGIC SEGMENTS in our response to common critical tactics TYPICAL CUSTOMERS If someone touches our system, they are trespassing MEDICALLY SAFE Pulses: every 1.3 seconds Duration: less than 0.0003 seconds “The pulses emitted from AMAROK’s electric fences, while unpleasant, are not dangerous.” Mark Kroll, PhD Internationally recognized authority on electrical injury Served on committees for ANSI standards, IEC standards, and ASTM standards Adjunct Professor of Biomedical Engineering at the U of Minnesota and Cal Poly, San Luis Obispo Attachment B Energizer Battery (does not exceed 12V DC) Solar Panel Alarm Panel, Keypad & Cell Unit Electric Security System HOW IT WORKS: CORE COMPONENTS The system is powered by 12-volt battery that is recharged by a solar panel, which is effective as well as environmentally friendly GREEN SECURITY FAQ: WHY MUST OUR FENCE BE TALLER? We meet standards set by the International Electrotechnical Commission (IEC 60335-2-76) and ASTM (F3296-19) INTERNATIONALLY APPROVED “Nationally Recognized Testing Laboratories (NRTL) are third-party organizations recognized by OSHA (Occupational Safety and Health Administration) as having the capability to provide product safety testing and certification services...” NRTL certified means “...the product met the requirements of an appropriate consensus-based product safety standard either by successfully testing the product itself, or by verifying that a contract laboratory has done so...” AMAROK owns and maintains the security system We are certified compliant by a USA Nationally Recognized Testing Laboratory •Great addition to green strategy •Not affected by power failures •Not connected to mains power COLORADO AVEBRUNSWICK AVEADAIR AVE XENIA AVE 41ST AVE43RD AVE44TH AVEYATES AVE NZANE AVEADAIR AVECOLORADO AVEBRUNSWICK AVEWELCOME AVECOLORADO AVE BRUNSWICK AVE ADAIR AVE ZANE AVE YATES 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AVE49TH AVEEDGEWOOD AVE FLORIDA AVE GEORGIA AVE HAMPSHIRE AVE IDAHO AVE FAIRVIEW AVEJERSEY AVE KENTUCKY AVE 48TH AVE47TH AVEHAMPSHIRE AVE 46THPL46TH AVE45TH PLN45TH PLFLORIDA AVE JERSEYAVEVERA CRUZ AVE54TH AVEDOUGLAS DRDOUGLAS DRFAIRVIEW AVE50TH AVECORVALLIS AVE51ST AVEBERNARD AVESCOTT 53RD AVE54TH AVESCOTT AVEQUAIL AVE 53RD AVE52ND AVEREGENTPERRY CRQUAIL AVELAKELAND AVEANGELINEANGELINEAVE NUNITY CTANGELINECT51ST PLHANSON CTHAN SON CT HANSON CTLAKELAND AVE CORVALLIS AVEWELCOME AVE XENIAAVE NWELCOME AVEVERA CRUZ AVEVERA CRUZ AVE NVERA CRUZ AVE NWELCOME AVE45TH AVECOLORADO AVEXENIA AVEWELCOME AVEXENIA48TH AVE47TH AVEYATESAVE ZANE AVEZANE AVEADAIR AVE46TH AVEBRUNSWICK AVE COLORADOFAIRVIEW AVEAVEN45TH AVE47TH AVE BYRON AVE48TH AVELAKESIDE AVE49TH AVELAKESIDE AVE48THAVEREGENTAVEQUAILAVEPERRYAVEQUAIL AVE NTOLEDO AVE NORCHARDLAKELAND AVE AQUILA AVE N YUKON AVE N XYLON AVE N WISCONSINUTAH AVE UTAH AVE 33REVAQUILA AVEWISCONSIN AVEVIRGINIA 32ND AVE(CO RD 156)WINNETKA AVEWINPARK DR PENNSYLVANIA AVE(CO RD 9)REGENT AVE QUAIL AVE PERRY AVE N ORCHARD AVE N MAJOR AVE LEE AVE AVE KYLE JUNE AVE NOBLE AVE LOUISIANA AVE N47TH AVE N47TH AVE VERA CRUZ AVELOUISIANA AVE LOUISIANA AVE36TH AVEST RAPHAEL DRMARYLAND AVE LOUISIANA AVE MARYLAND AVE ADAIRLAKELAND56TH AVEYATES AVE NWILSHIRE BLVD.NEVADA AVE NEVADA AVE 45TH AVELOUISIANA AVEMARYLAND AVEADAIR AVE NADAIR CT NTOLEDO AVE OREGON CT (CO RD 8)BASS LAKE RD (CO RD 10)(CO RD 156)41ST AVEBeaconAcademyBeth-El &Adath ChesedShel EmesCemeteriesGlen HavenCemeteryCrystal MIC Airport5273 5265561256185926 6511 57475751334533453345334533473347334733473349 33493349334933513351335133513333 3333333333333335333533353335 3337333733373337333933393339 333933413341334133413343334333433343351835163514351235103508 3506350454544710471047104710471047104710471047104710471047104710471047104710 471047104710471047104710 471047104710 47104710471047104710 47104710471047104710 47104710471047104710471047104710471047104710471047104710471047104710 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COMMERCIALTC - TOWN CENTERI - INDUSTRIALAP - AIRPORT DISTRICTCity of Crystal Community Development Department4141 Douglas Drive North, Crystal, MN 55422-1696763-531-1142, www.crystalmn.govDisclaimer:The Official Zoning Map is subject to change by action of the Crystal City Council. Any disagreement(s) or inconsistencies between this map and an ordinance adoptedby the city council, the ordinance shall prevail.Official Zoning District Map, Crystal, MinnesotaWe the undersigned certify that this is the Official Zoning Map,adopted by Crystal City Council on January 2nd, 2018Date: 12/8/20221:25,000 (11X17)Attachment C 3401-3415 DOUGLAS DRIVE NORTH – COMPREHENSIVE PLAN DETERMINATION PAGE 1 OF 2 _________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Planning Commission (for April 10 Meeting) DATE: April 4, 2023 RE: Consider adoption of resolution that the sale of 3401-3415 Douglas Drive North conforms to the Comprehensive Plan A. BACKGROUND The subject property is located at 3401- 3415 Douglas Drive North, which is owned by the city’s Economic Development Authority (EDA). The EDA will soon consider authorizing a Request for Proposal to sell the lot for construction of a new townhome development. According to state statute § 462.356, Subd. 2, for those communities with an adopted Comprehensive Plan, the Planning Commission shall report to the EDA whether the sale of the property is in conformance to the Comprehensive Plan. Attachments: A. Site location map B. 2040 Planned Land Use Map C. Resolution B. COMPREHENSIVE PLAN Planned Land Use Map (page 23): According to the city’s 2040 Comprehensive Plan, the site is designated as medium density residential, which allows for a gross density range of 6-16 units per acre. “Gross” includes in the density calculation the street rights-of-way measured out to the centerline of both streets. In the case of 3401-3415 Douglas Dr N., gross density is calculated as follows: PLANNING COMMISSION STAFF REPORT Sale of 3401-3415 Douglas Drive North 3401-3415 DOUGLAS DRIVE NORTH – COMPREHENSIVE PLAN DETERMINATION PAGE 2 OF 2 30,470 sq. ft. Size of both lots as shown on the preliminary plat dated March 14, 2023. +18,141 sq. ft. Douglas Drive N. and 34th Avenue N. rights-of-way to the centerline = 48,611 sq. ft. Total area included in the density calculation = 6,076 sq. ft. Gross area per unit (48,611 / 8 units) There are 43,560 sq. ft. in one acre 43,560 / 6,076 = 7.2 units per gross acre which is between 6 and 16 The Comprehensive Plan also designates the property as a redevelopment area called “Area D”. This area extends along Douglas Drive from 27th to 36th Avenues. The plan does not identify any specific redevelopment standards for Area D. Recommended finding: The proposed density is in conformance with the Comprehensive Plan designation. C. STAFF RECOMMENDATION Planning Commission adopt resolution 2023-01 that the sale of the property at 3401- 3415 Douglas Drive North by the EDA is in conformance to the Comprehensive Plan based on the findings in Section B above. Site Location Map 3401-3415 Douglas Dr. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 2040 Comprehensive Plan Map 3401-3415 Douglas Dr N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 514713v1 MNI CR150-4 CRYSTAL PLANNING COMMISSION RESOLUTION NO. 2023 - 01 A RESOLUTION FINDING THAT THE PROPOSED SALE OF CERTAIN LAND BY THE ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL FOR RESIDENTIAL HOUSING PURPOSES IS CONSISTENT WITH THE CITY OF CRYSTAL COMPREHENSIVE PLAN WHEREAS, the Economic Development Authority of the City of Crystal (“Authority”) proposes to convey certain real property described in Exhibit A attached hereto (the “Property”) and located at 3401-3415 Douglas Drive North in the City of Crystal (the “City”) to a private developer (the “Developer”) for the purpose of constructing two four-unit townhome buildings on the Property; and WHEREAS, Minnesota Statutes, Section 462.356, subd. 2 requires the Planning Commission to review the proposed acquisition or disposal of publicly-owned real property within the City prior to its acquisition or disposal, to determine whether in the opinion of the Planning Commission, such acquisition or disposal is consistent with the comprehensive municipal plan; and WHEREAS, the Planning Commission has reviewed the proposed conveyance of the Property, and has determined that the Property is located in an area of the City designated in the City’s comprehensive plan for residential housing, and that the conveyance and intended purpose are consistent with such use. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Crystal that the conveyance of the Property by the Authority to the Developer is consistent with the City’s comprehensive municipal plan, and will promote renewed, diverse housing opportunities in the City. BE IT FURTHER RESOLVED that this resolution be communicated to the Board of Commissioners of the Authority. Adopted this 10th day of April, 2023, by the Planning Commission of the City of Crystal. Chair, Crystal Planning Commission Attachment C 514713v1 MNI CR150-4 EXHIBIT A Legal Description of Property Lots 1 and 6, Block 1, Perlick Addition, Hennepin County, Minnesota